Browse > Article
http://dx.doi.org/10.12989/sss.2016.18.6.1203

Fatigue characteristics of distributed sensing cables under low cycle elongation  

Zhang, Dan (School of Earth Sciences and Engineering, Nanjing University)
Wang, Jiacheng (School of Earth Sciences and Engineering, Nanjing University)
li, Bo (School of Earth Sciences and Engineering, Nanjing University)
Shi, Bin (School of Earth Sciences and Engineering, Nanjing University)
Publication Information
Smart Structures and Systems / v.18, no.6, 2016 , pp. 1203-1215 More about this Journal
Abstract
When strain sensing cables are under long-term stress and cyclic loading, creep may occur in the jacket material and each layer of the cable structure may slide relative to other layers, causing fatigue in the cables. This study proposes a device for testing the fatigue characteristics of three types of cables operating under different conditions to establish a decay model for observing the patterns of strain decay. The fatigue characteristics of cables encased in polyurethane (PU), GFRP-reinforced, and wire rope-reinforced jackets were compared. The findings are outlined as follows. The cable strain decayed exponentially, and the decay process involved quick decay, slow decay, and stabilization stages. Moreover, the strain decay increased with the initial strain and tensile frequency. The shorter the unstrained period was, the more similar the initial strain levels of the strain decay curves were to the stabilized strain levels of the first cyclic elongation. As the unstrained period increased, the initial strain levels of the strain decay curves approached those of the first cyclic elongation. The tested sensing cables differed in the amount and rate of strain decay. The wire rope-reinforced cable exhibited the smallest amount and rate of decay, whereas the GFRP-reinforced cable demonstrated the largest.
Keywords
distributed fiber optic sensing; strain sensing cable; fatigue; strain decay; low cycle elongation;
Citations & Related Records
Times Cited By KSCI : 6  (Citation Analysis)
연도 인용수 순위
1 Ansari, F. (2009), "Structural health monitoring with fiber optic sensors", Frontiers of Mechanical Engineering in China, 4(2), 103-110.   DOI
2 Bao, X.Y. and Chen, L. (2012), "Recent progress in distributed fiber optic sensors", Sensors, 12(7), 8601-8639.   DOI
3 Brotzu, A., Felli, F. and Fiori, L. (2008), "Characterization of both adhesion and interfacial interaction between optical fiber coating and structural adhesives", Smart Struct. Syst., 4(4), 439-448.   DOI
4 Chapeleau, X., Sedran, T. and Cottineau, L.M. (2013), "Study of ballastless track structure monitoring by distributed optical fiber sensors on a real-scale mockup in laboratory", Eng. Struct., 56, 1751-1757.   DOI
5 Ding, Y., Shi, B. and Bao, X. (2006), "Jacket effect on strain measurement accuracy for distributed strain sensors based on Brillouin scattering", Optica Applicata, 36(1), 57-67.
6 El Shazly, Y.M. and Kukureka, S.N. (2005), "Mechanical reliability of optical fibre for strain sensors", Proceedings of the SPIE Vol. 5855, 17th International Conference on Optical Fibre Sensors, Bruges, Belgium, May.
7 Evanoa, N., El Abdib, R. and Poulain, M. (2016), "Lifetime modeling of silica optical fiber in static fatigue test", J. Appl. Res. Technol., 14, 278-285.   DOI
8 Feng, X., Wu, W.J. and Li, X.Y. (2015), "Experimental investigations on detecting lateral buckling for subsea pipelines with distributed fiber optic sensors", Smart Struct. Syst., 15(2), 245-258   DOI
9 Hoult, N.A., Ekim, O. and Regier, R. (2014), "Damage/Deterioration detection for steel structures using distributed fiber optic strain sensors", J. Eng. Mech. - ASCE, 140(12), 04014097.   DOI
10 IEC 60793-1-33 (2001), Optical fibers - Part 1-33:Measurement methods and test procedures - Stress corrosion susceptibility, International Electrotechnical Commission: Switzerland.
11 IEC/TR 62048 (2011), Optical fibres - Reliability - Power law theory, International Electrotechnical Comission, Switzerland.
12 Suhir, E. and Bechou, L. (2013), "Saint-Venant's principle and the minimum length of a dual-coated optical fiber specimen in reliability (proof) testing", Microelectronics Reliability, 53(9-11), 1506-1509.   DOI
13 Iten, M. (2011), "Novel applications of distributed fiber optic sensing in geotechnical engineering", Ph.D. Dissertation, ETH Zurich, Zurich.
14 Li, H., Ou, J. and Zhang, X. (2015), "Research and practice of health monitoring for long-span bridges in the mainland of China", Smart Structu. Syst., 15(3), 555-576.   DOI
15 Shi, B., Zhang, D. and Zhu, H.H. (2011), "Application of distributed optical fiber strain measurement into geotechnical engineering monitoring", Proceedings of the 8th International Workshop on Structural Health Monitoring, Stanford, USA, September.
16 Sun, Y.J., Shi, B. and Chen, S.E. (2014a), "Feasibility study on corrosion monitoring of a concrete column with central rebar using BOTDR", Smart Struct. Syst., 13(1), 41-53.   DOI
17 Sun, Y.J., Zhang, D. and Shi, B. (2014b), "Distributed acquisition, characterization and process analysis of multi-field information in slopes", Eng. Geol., 182(Part A), 49-62.   DOI
18 Talebinejad, I., Fischer, C. and Ansari, F. (2009), "Serially multiplexed FBG accelerometer for structural health monitoring of bridges", Smart Struct. Syst., 5(4), 345-355.   DOI
19 Wang, L.C., Han, J.G. and Song, Y.P. (2014), "Fatigue performance monitoring of full-scale PPC beams by using the FBG sensors", Smart Struct. Syst., 13(6), 943-957.   DOI
20 Zhang, H. and Wu, Z.S. (2012), "Performance Evaluation of PPP-BOTDA-Based Distributed Optical Fiber Sensors", Int. J. Distributed Sensor Networks, 2012, 1-12.